Set No.
2/21/2020
08249-20001
Tetra Tech Engineers, Architects & Landscape Architects, P.C.
ArchitectureEngineeringPlanning
HighPerformanceFacilitiesfor
Ithaca East Abatement & Demolition
Cornell University
217, 221, 301 Maple Avenue,
Ithaca, NY
5 DRAWING REVISION NUMBER
CENTER LINE
CUT LINE
NORTH ARROW
ROOM NAME AND NUMBER
ELEVATION
INTERIOR ELEVATION
DETAIL
WALL SECTION
BUILDING SECTION
STANDARD REFERENCE BUBBLE
DRAWING NUMBER
DETAIL NUMBER
DRAWING TITLE & SCALE
1st FF
Floor Plan
1/8"=1'-0"
100'-0"
N
ROOM
101
2
A12
2
1
3
4 A1
2
A12
2
A12
2
A12
2
A12
2
A12
NOTE: REFER TO FINISH PLANS FOR ROOM FINISH KEY
AND ADDITIONAL ABBREVIATIONS
AAC ASBESTOS ABATEMENT CONTRACTOR
AAD AUTOMATIC AIR DAMPER
AB ANCHOR BOLT, AIR BARRIER
AC AIR CONDITIONING, ALTERNATING CURRENT
ACCMP ASPHALT COATED CORR METAL PIPE
ACM ASBESTOS CONTAINING MATERIAL
ACT ACOUSTICAL CEILING TILE
ACU AIR CONDITIONING UNIT
AD AREA DRAIN
ADA AMERICAN DISABILITIES ACT
ADD ADDENDUM
ADDL ADDITIONAL
ADDN ADDITION
ADH ADHESIVE
ADJ ADJACENT
ADR ACCESS DOOR
AESS ARCH EXPOSED STRUCTURAL STEEL
AFF ABOVE FINISH FLOOR
AH ACCESS HATCH
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION BARRIER
ALT ALTERNATE
ALTB ACOUSTICALLY LINED TRANSFER BOX
ALTN ALTERATION ALUM ALUMINUM
AMP AMPERE
ANOD ANODIZED
ANT ACID NEUTRALIZATION TANK
AP ACCESS PANEL
APPROX APPROXIMATE (LY)
APC ARCHITECTURAL PRECAST CONCRETE
ARCH ARCHITECT (URAL)
A/S AIR SEPARATOR
ASB ASBESTOS
ASPH ASPHALT
ATV ATMOSPHERIC VENT
AUD AUDITORIUM
AUTO AUTOMATIC
AV ACID VENT
AVE AVERAGE
AVTR ACID VENT THRU ROOF
AW ACID WASTE
B BOILER, BRICK, BOTTOM
BB BASKETBALL
BBD BOILER BLOWDOWN
BC BOTTOM OF CURB
BCU BLOWER COIL UNIT
BCX BOTTOM CHORD EXTENSION
BD BOARD
BDD BACKDRAFT DAMPER
BFP BACK FLOW PREVENTER
BG BOTTOM GRILLE
BIT BITUMINOUS
BLDG BUILDING BLOCK
BLK BLOCKING BLKG
BM BEAM
BO BY OTHERS
BOD BOTTOM OF DUCT
BOF BOTTOM OF FOOTING
BOS BOTTOM OF STEEL
BOT BOTTOM
BPL BEARING PLATE
BR BOTTOM REGISTER
BRDG BRIDGING
BRG BEARING
BRK BRICK
BRSH BRICKSHELF
BRZ BRONZE
BS BOTH SIDES, BOTTOM OF STAIR
BSMT BASEMENT
BSPL BACKSPLASH
BT BENT
BTU BRITISH THERMAL UNITS
BTUH BRITISH THERMAL UNITS PER HOUR
BUR BUILT-UP ROOFING
BW BOTTOM OF WALL
BWC BACK WATER CHECK VALVE
C1 CARPET TYPE 1
C CONDUIT, CONVECTOR, CONDENSOR,
COMMON
CA COMPRESSED AIR
CAB CABINET
CATV CABLE TELEVISION
CB CATCH BASIN, CIRCUIT BREAKER, CHALKBOARD
CCTV CLOSED CIRCUIT TELEVISION
CD CEILING DIFFUSER, CONDENSATE DRAIN
CEM CEMENT
CER CERAMIC CF CUBIC FEET, CEILING FAN
CFM CUBIC FEET PER MINUTE
CFMF COLD FORMED METAL FRAMING
CFT1 CERAMIC FLOOR TILE TYPE 1
CG CEILING GRILLE
CHAN CHANNEL
CHUV CEILING HUNG UNIT VENTILATOR
CI CAST IRON
CIP CAST IN PLACE
CIRC CIRCUMFERENCE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLKG CAULKING
CLL CONTRACT LIMIT LINE
CLR CLEAR (ING) (ENCE)
CLRM CLASSROOM
CMP CORRUGATED METAL PANEL
CMT CERAMIC MOSAIC TILE
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
CODP CLEAN OUT DECK PLATE
COL COLUMN
COMB COMBINATION
COMP COMPRESS (ED) (ION) (IBLE), COMPOSITE
CONC CONCRETE
COND CONDENSATE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINOUS
CONTR CONTRACT (OR)
COORD COORDINATE
CORR CORRUGATED, CORRIDOR
COWP CLEAN OUT WALL PLATE
CPVC CHLORINATED POLY VINYL CHLORIDE
CR CEILING REGISTER
CRS COURSE (S)
CSK COUNTERSINK
CSMT CASEMENT
CT COMPUTER TERMINAL, CERAMIC BASE TILE
CTD COATED
CTOP COUNTER TOP
CTR CENTER
CU CUBIC
CUH CABINET UNIT HEATER
CV CONVECTOR, CURB VALVE
CW COLD WATER
CWR CHILLED WATER RETURN
CWS CHILLED WATER SUPPLY
CWT1 CERAMIC WALL TILE TYPE 1
D1 DANCE FLOORING TYPE 1
D DIESEL FUEL, DEPTH
DB DRY BULB
DC DIRECT CURRENT
DDC DIRECT DIGITAL CONTROL
DE DELONIZED WATER
DEG DEGREES
DEMO DEMOLISH
DEP DEPRESS (ED) (ION)
DET DETAIL (ED)
DF DRINKING FOUNTAIN
DH DOUBLE HUNG
DHU DEHUMIDIFICATION UNIT
DI DROP INLET, DUCTILE IRON, DISTILLED WATER
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISP DISPENSER
DIST DISTANCE
DIV DIVISION
DL DEAD LOAD
DN DOWN
DO DITTO
DP DAMPPROOF (ING)
DPR DAMPER
DR DOOR, DEEP RIB
DWG DRAWING
DS DOWNSPOUT, DRAINAGE STRUCTURE
DT DRAIN TILE
DTA DOVETAIL ANCHOR
DTL DETAIL
DW DUMBWAITER, DISHWASHER
DWL DOWEL
DWR DRAWER
E EAST
EA EXHAUST AIR, EACH
EAT ENTERING AIR TEMPERATURE
EB EXPANSION BOLT
EC ELECTRICAL CONTRACTOR
ECF ENHANCED CONCRETE FLOORING
EIFS EXTERIOR INSULATION FINISH SYSTEM
EF EACH FACE, EXHAUST FAN
EJ EXPANSION JOINT
ELEC ELECTRIC (AL)
ELEM ELEMENT
ELEV ELEVATION, ELEVATOR
EM EMERGENCY
EMT ELECTRICAL METALLIC TUBING
ENC ENCLOSURE
EOD EDGE OF DECK
EOS EDGE OF SLAB
EQ EQUAL, EQUIVALENT
EQC EQUIPMENT CONTRACTOR
EQUIP EQUIPMENT
ES EXPOSED SURFACE, EXPOSED STRUCTURE
ESF ELASTIC SHEET FLASHING
ESM ELASTIC SHEET MEMBRANE
EW EACH WAY
EWC ELECTRIC WATER COOLER
EWT ENTERING WATER TEMPERATURE
EXH EXHAUST
EXG EXISTING
EXP EXPANSION
EXT EXTERIOR, EXTERNAL
F FAHRENHEIT
FA FIRE ALARM
FAI FRESH AIR INTAKE
FCU FAN COOLING UNIT
FD FLOOR DRAIN, FIRE DAMPER
FDC FIRE DEPARTMENT CONNECTION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISH FLOOR, FACTORY FINISH
FFE FINISH FLOOR ELEVATION
FFL FINISH FLOOR LINE
FG FLOOR GRILLE
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FIN FINISH (ED)
FIXT FIXTURE
FL FLUSH
FLD FLOOR DUCT
FLEX FLEXIBLE
FLG FLASHING
FLR FLOOR (ING)
FLUOR FLUORESCENT
FM FLOOR MOUNTED
FMC FLEXIBLE METAL CONDUIT
FND FOUNDATION
FOB FREIGHT ON BOARD, FLAT ON BOTTOM
FOG FUEL OIL GAUGE
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
FOT FLAT ON TOP
FP FIREPROOF (ING)
FPM FEET PER MINUTE
FR FRAME, FLOOR REGISTER
FRA FRESH AIR
FRC FIRE RESISTANT COATING
FRP FIBERGLASS REINFORCED PANEL
FRT FIRE RETARDANT
FS FLOOR SINK
FSD FIRE AND SMOKE DAMPER
FT FEET, FLOOR TREATMENT
FTG FOOTING
FTR FIN TUBE RADIATION
FV FLUSH VALVE
G GAS, GLYCOL
GA GAUGE
GAL GALLON
GALV GALVANIZED
GASK GASKET (ED)
GC GENERAL CONTRACT (OR)
GCMU GLAZED CONCRETE MASONRY UNIT
GCO GRADE CLEANOUT GF GROUND FACE
GL GLASS, GLAZING
GND GROUND
GPM GALLONS PER MINUTE
GR GRADE (ING), GLYCOL RETURN
GS GLYCOL SUPPLY
GVL GRAVEL
GWB GYPSUM WALL BOARD
GYP GYPSUM
H HEIGHT
HB HOSE BIB
HBD HARD BOARD
HC HEATING CONTRACT (OR), HANDICAP
HCR HOT/CHILLED RETURN
HCS HOT/CHILLED SUPPLY
HD HEAVY DUTY
HDPE HIGH DENSITY POLYETHYLENE
HDR HEADER
HDW HARDWARE
HG HOT GLYCOL
HIP HIGH IMPACT PANEL
HM HOLLOW METAL
HORZ HORIZONTAL
HP HORSEPOWER, HIGH PRESSURE, HEAT PUMP
HPC HIGH PERFORMANCE COATING
HPL HIGH PRESSURE LAMINATE
HR HANDRAIL, HOUR
HT HEIGHT
HTG HEATING
HV HIGH VOLTAGE
HVAC HEATING/VENTILATING/AIR CONDITIONING
HVU HEATING AND VENTILATING UNIT
HW HOT WATER
HWH HOT WATER HEATER
HWP HOT WATER PUMP
HWR HOT WATER RETURN
HWS HOT WATER SUPPLY
ID INSIDE DIAMETER
IE INVERT ELEVATION
IN INCHES
INCL INCLUDE (D) (ING)
INS INSULATE (D) (ION)
INT INTERIOR
INV INVERT
IP IRON PIPE
IPS IRON PIPE SIZE
IW INDIRECT WASTE
J JANITORS CLOSET
JAN JANITORS CLOSET
JB JUNCTION BOX
JC JANITORS CLOSET
JCT JUNCTION
JT JOINT
KW KILOWATT
KWH KILOWATT PER HOUR
KV KILOVOLT
KVA KILOVOLT AMPERE
L LENGTH, LONG
LAB LABORATORY
LAD LADDER
LAM LAMINATE (D)
LAT LEAVING AIR TEMPERATURE
LAV LAVATORY
LB POUND
LBL LABEL
LBP LEAD BASED PAINT
LC LANDSCAPE CONTRACTOR (SITE)
LCC LEAD COATED COPPER
LDR LEADER
LEV LEVEL
LF LINEAR FOOT
LFMC LIQUID-TIGHT FLEXIBLE METAL CONDUIT
LFNC LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT
LG LENGTH, LONG
LGI LARGE GROUP INSTRUCTION
LH LEFT HAND
LIN LINEAR
LKR LOCKER
LL LIVE LOAD
LP LOW PRESSURE
LPC LOW PRESSURE CONDENSATE
LPS LOW PRESSURE STEAM
LPT LOW POINT
LS LINOLEUM SHEET TYPE 1
LT LIGHT
LT1 LINOLEUM TILE TYPE 1
LTL LINTEL
LV LOW VOLTAGE
LVR LOUVER
LWT LEAVING WATER TEMPERATURE
MAN MANUAL
MAS MASONRY
MAT MATERIAL
MAU MAKE UP AIR UNIT
MAX MAXIMUM
MB MARKER BOARD
MBH THOUSAND BTUH
MBR MEMBER
MD MOTORIZED DAMPER
ME MECHANICAL EQUIPMENT
MECH MECHANICAL (LY)
MED MEDIUM
MEMB MEMBRANE
MEZZ MEZZANINE
MF MIXING FAUCET
MFR MANUFACTURE (R)
MH MAN HOLE
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MO MASONRY OPENING
MOD MODULE (OR), MODEL
MR MOP RECEPTOR
MP MULTICOLOR WALL COATING
MT MOUNT
MTD MOUNTED
MTG MOUNTING
MTL METAL
MTH MARBLE THRESHOLD
MTR METER
MULL MULLION
MVEJ MASONRY VENEER EXPANSION JOINT
N NORTH, NO WORK REQUIRED
NAT NATURAL
NC NORMALLY CLOSED
NEC NATIONAL ELECTRIC CODE
NEG NEGATIVE
NEUT NEUTRALIZATION
NIC NOT IN CONTRACT
NO NUMBER, NORMALLY OPEN
NOM NOMINAL
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
OA OVERALL, OUTSIDE AIR
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD
OPNG OPENING
OPP OPPOSITE
OPP HD OPPOSITE HAND
P PAINT SURFACE(S) INCLUDING SOFFITS
PAR PARALLEL
PART PARTITION
PC PLUMBING CONTRACT (OR),
PIGMENTED CONCRETE
PCC PRECAST CONCRETE
PE PORCELAIN ENAMEL
PERF PERFORATE (ION) (ED)
PERI PERIMETER
PERP PERPENDICULAR
PL PLATE, PROPERTY LINE
PLAM PLASTIC LAMINATE
PLAS PLASTER, PLASTIC
PLF POUNDS PER LINEAR FOOT
PLYWD PLYWOOD
PM PLUGMOLD
PNL PANEL
POC POINT OF CURVATURE, POINT OF CONNECTION
POL POLISHED
POS POSITIVE
POT POINT OF TANGENCY
PR PAIR
PRE POWER ROOF EXHAUSTER
PREP PREPARE (ATION)
PRF PREFORMED
PROJ PROJECT
PS PAINT EXPOSED STRUCTURE/DECK
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POINT
PT1 PORCELAIN TILE TYPE 1
PTD PAINTED
PTFR PRESSURE TREATED FIRE RETARDANT
PTP PRESSURE TREATED PRESERVATIVE
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
PWE POWER WALL EXHAUSTER
QF QUARTZ FLOORING
QT QUARRY TILE
R RADIUS, RETURN, REFRIGERANT
RA RETURN AIR
RAD RADIATION
RAF RETURN AIR FAN, RESILIENT ATHLETIC FLOORING
RB RESILIENT BASE
RC ROOFING CONTRACT (OR)
RCA RECYCLED CONCRETE AGGREGATE
RCP REINFORCED CONCRETE PIPE,
REFLECTED CEILING PLAN
RCU REMOTE CONDENSING UNIT
RD ROOF DRAIN
RECEPT RECEPTACLE
REF REFERENCE
REFL REFLECT (ED) (IVE) (OR)
REFR REFRIGERATOR
REG REGISTER
REINF REINFORCE (D) (ING)
REM REMOVED
REQD REQUIRED
RESIL RESILIENT
RET RETAINING, RETURN
REV REVISION, REVISED, REVEAL
RF RUBBER FLOORING TYPE 1
RFG ROOFING
RFH ROOF HATCH
RFM RECESSED FLOOR MAT
RG RETURN GRILLE
RGS RIGID GALVANIZED STEEL
RH RIGHT HAND
RHC REHEAT COIL
RI ROUGH-IN
RL RAIN LEADER
RLG RAIL (ING)
RM ROOM
RMC RIGID METAL CONDUIT
RNC RIGID NONMETALLIC CONDUIT
RNT RUNNING TRAP
RO ROUGH OPENING
ROW RIGHT OF WAY
RPM REVOLUTIONS PER MINUTE
RR REMOVE EXISTING AND REPLACE WITH NEW
RS RUBBER STAIR TREAD/RISER
RTH ROOF TOP HOOD
RTU ROOF TOP UNIT
RW RAW WATER
S SOUTH, SUPPLY, SURGE PROTECTED
SA SUPPLY AIR
SAN SANITARY
SAS SMOOTH ALL SIDES
SC SOLID CORE, SILL COCK, SEALED CONCRETE
SCHED SCHEDULE
SCT STRUCTURAL CLAY TILE
SD STORM DRAIN, SPLITTER DAMPER,
SMOKE DAMPER
SEC SECTION
SF SQUARE FEET
SGI SMALL GROUP INSTRUCTION
SGT STRUCTURAL GLAZED TILE
SH SHELF, SHELVING, SMOKE HATCH
SHR SHOWER, SHEAR WALL
SHT SHEET
SHTHG SHEATHING
SIM SIMILAR
SK SINK
SL SOUND LINED, SKYLIGHT
SLC SILLCOCK
SLV SLEEVE
SLVR STORM LOUVER
SMH SANITARY MANHOLE
SOG SLAB ON GRADE
SP STATIC PRESSURE, STANDPIPE,
SPACE (ING) (ES)
SPEC SPECIFICATION (S)
SPKR SPRINKLER
SPL SPECIAL
SQ SQUARE
SS STAINLESS STEEL
SST STRUCTURAL STEEL TUBING
ST STORM, STORAGE
STA STATION
STC SHOWER TEMPERATURE CONTROLLER,
STAINED CONCRETE
STD STANDARD
STG SEATING
STL STEEL
STN STAIN (ED)
STOR STORAGE
STRU STRUCTURAL
SURF SURFACE
SUSP SUSPENDED
SV SHEET VINYL, STEAM VENT
SW SWITCH, SOFTENED WATER
SWCI SERVICE WEIGHT CAST IRON
SYM SYMMETRICAL
SYN SYNTHETIC
SYS SYSTEM
T TREAD, TOP, TOILET ROOM, TONS
T1 TERRAZZO TYPE 1
TB TOP AND BOTTOM, TACK BOARD,
TERRAZZO BASE
TBD TO BE DETERMINED
TC TEMPERATURE CONTROL, TEMPERED CLEAR,
TELECOMMUNICATIONS CONTRACTOR,
TOP OF CURB
TCX TOP CHORD EXTENTION
TDV TRIPLE DUTY VALVE
TEL TELEPHONE
TEMP TEMPERATURE
TG TOP GRILLE, TONGUE AND GROOVE
THK THICKNESS
THR THRESHOLD
TME TO MATCH EXISTING
TMV THERMOSTATIC MIXING VALVE
TOD TOP OF DUCT
TOF TOP OF FASCIA, TOP OF FOOTING
TOL TOLERANCE
TOM TOP OF MASONRY
TOP TOP OF PIPE, TOP OF PIER
TOS TOP OF STEEL, TOP OF STAIR
TPART TOILET PARTITION
TR TOP REGISTER
TRN TRANSOM
TS TOP OF STAIR
TV TELEVISION
TW TEMPERED WATER, TOP OF WALL
TYP TYPICAL
UC UNDERCUT
UD UNDERDRAIN
UE UNDERGROUND ELECTRIC
UG UNDERGROUND
UH UNIT HEATER
UNF UNFINISHED
UNIF UNIFORM
UNO UNLESS NOTED OTHERWISE
UR URINAL
UT UNDERGROUND TELEPHONE
UV UNIT VENTILATOR
V VENT, VOLT
VAR VARIES, VARIABLE
VARN VARNISH
VAT VINYL ASBESTOS TILE
VAV VARIABLE AIR VOLUME
VB VACUUM BREAKER, VAPOR RETARDER BARRIER,
VOLLEYBALL
VCB VENTED COVE BASE
VCT1 VINYL COMPOSITE TILE TYPE 1
VD VOLUME DAMPER
VERM VERMICULITE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VIN VINYL
VIT VITREOUS TILE
VNR VENEER
VOL VOLUME
VTR VENT THROUGH ROOF
VWC VINYL WALL COVERING
W WEST, WIDTH, WIDE, WASTE, WATT
WB WET BULB
WC WATER CLOSET, WALL COVERING
WD WOOD
WD1 WOOD FLOORING - GYM
WD2 WOOD FLOORING - STAGE
WDW WINDOW
WDWC WINDOW CONTRACTOR
WF WASH FOUNTAIN
WG WALL GRILLE, WATER GAUGE
WH WALL HUNG, WALL HYDRANT
WI WROUGHT IRON
WM WIREMOLD
WP WATER PROOFING, WORKING POINT
WR WATER REPELLENT, WIDE RIB, WALL REGISTER
WS WATER STOP
WSCT WAINSCOT
WT WEIGHT
WWHP WATER TO WATER HEAT PUMP
WWM WELDED WIRE MESH
W/ WITH
W/O WITHOUT
XHCI EXTRA HEAVY CAST IRON
YD YARD DRAIN, YARD
Drawing List:
T100 Title Sheet, Symbols & Abbreviations
Abatement Drawings:
H100 Abatement Key Plan
H101 Key Plans
H102 Key Plans
H103 Key Plans
H104 Key Plans
Site Drawings:
C100 Site Demolition and Partial Grading Plan
C110 Soil Erosion and Sediment Control Plan
Standard Symbols
Drawing No.:
T100
301 Maple Ave.
Project Location Map
N
E
N
G
S
T
A
T
E
OF
NE
W
Y
O
R
K
R
E
E
N
I
L
A
N
OISSE
F
O
R
P
D
E
S
N
E
C
I
L
Site Symbols
RIP-RAP
HAY BALES
TEMPORARY TREE PROTECTION
TEMPORARY CONSTRUCTION FENCING
GATE VALVE
STORM/SANITARY CLEANOUT
WATER LINE TO BE REMOVED/ABANDONED
WATER LINE TO REMAIN
WATER LINE
GAS LINE TO BE REMOVED/ABANDONED
GAS LINE TO REMAIN
GAS LINE
SANITARY LINE TO BE REMOVED/ABANDONED
REMOVAL
SANITARY LINE TO REMAIN
SANITARY LINE
UNDERDRAIN TO BE REMOVED/ABANDONED
STORM LINE WITH END SECTION
STORM LINE WITH ENDWALL
STORM PIPE TO REMAIN
DRYWELL W/ COVER BURIED
DRYWELL W/ SOLID COVER TO GRADE
DRYWELL W/ GRATE
STORM/SANITARY MANHOLE
CONCRETE SECTION
BOTTOM OF CURB ELEVATION
SPOT ELEVATION
UNIVERSAL HANDICAP SYMBOL
SIGN POST
STORM LINE WITH HEADWALL
TO REMAIN
SILT FENCING
STORM PIPE
MANHOLE/CATCH BASIN/DRYWELL
CATCH BASIN
DROP INLET TO REMAIN
DROP INLET
FIRE HYDRANT TO REMAIN
NEW OR RELOCATED FIRE HYDRANT
UTILITY POLE TO REMAIN
UTILITY POLE
FENCING TO BE REMOVED
FENCING TO REMAIN
FENCING
SOIL TEST BORING
EXISTING CONTOUR
CONTOUR
EXISTING SPOT ELEVATION
TOP OF CURB ELEVATION
TREE OR SHRUB TO BE REMOVED
TREE OR SHRUB TO REMAIN
TREE OR SHRUB
CURBING TO BE REMOVED
CURBING
CURBING TO REMAIN
CONCRETE PAVING
REMOVE AND REPLACE ASPHALT PAVING
HEAVY-DUTY ASPHALT PAVING
ASPHALT PAVING OR TOP COURSE
UNDERDRAIN TO REMAIN
UNDERDRAIN
STORM PIPE TO BE REMOVED/ABANDONED
TEST PIT LOCATION
UTILITY POLE TO BE REMOVED
221 Maple Ave.
217 Maple Ave.
BID SET
Drawn by: Drawing No.:
Description:Rev. No.: Date:
CLEAR SOLUTIONS
complex world
Tetra Tech Engineers, Architects
& Landscape Architects, P.C.
1
A
2 43 5 6 7 8
BC
D
9 10 11 12 13 14 15 16 17
EF
GH
IN N
ML
JI
HG
FE
DC
BA
ML
KJ
K
Abatement Key Plan
TJT
H100
8,9,10
H104
1Abatement Key Plan1/32" = 1'-0"
N
Project No.:
Date:
February 21, 2020
08249-20001
Key Plan
NTS
Cornell University
Ithaca East Abatement & Demolition
217, 221, 301 Maple Ave
Ithaca, New York
A/B
C
D
E/F
G/H
I
J
K
GARAGE
UPS
BID SET
1. CONTRACTOR PERFORMING ANY AND ALL ASBESTOS ABATEMENT
WORK SHALL BE A NYSDOL LICENSED ASBESTOS CONTRACTOR.
2. PERFORM ALL WORK IN ACCORDANCE WITH SPECIFICATION SECTION
02 82 00 - ASBESTOS ABATEMENT, AND APPROVED SITE SPECIFIC
VARIANCE 20-0147.
3. ASBESTOS CONTAINING MATERIALS SHALL BE ABATED IN
ACCORDANCE WITH THE DRAWINGS, SITE SPECIFIC VARIANCE, AND
SECTION 02 82 00 PRIOR TO ANY GENERAL DEMOLITION WORK THAT
COULD DISTURB THOSE MATERIALS.
4. DO NOT SCALE DRAWINGS.
5. COORDINATE ALL WORK WITH OTHER CONTRACTORS.
6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL
ADDITIONAL VARIANCES FROM INDUSTRIAL CODE RULE 56, WHICH ARE
DESIRED OR NECESSARY TO PERFORM THE WORK.
7. UNLESS SPECIFIC RELIEF IS GRANTED VIA SITE SPECIFIC VARIANCE,
REMOVE ALL ABATED MATERIALS FROM THE WORK AREA AND /OR
BUILDING IN SEALED BAGS, DRUMS OR PLASTIC SHEETING.
8. UNLESS NOTED OTHERWISE, ALL BUILDINGS ON THE PROJECT SITE
SHALL BE DEMOLISHED TO GRADE. FOUNDATION SHALL BE REMOVED
TO GRADE.
9. DAMAGED SHEETROCK AND JOINT COMPOUND THROUGHOUT THE
BUILDINGS HAVE CONTAMINATED INTERIOR SURFACES THROUGHOUT.
REFER TO THE ASBESTOS SURVEY REPORT, DISTURBANCE
ASSESSMENT AND SITE SPECIFIC VARIANCE. CONTRACTOR SHALL
REMOVE ALL INTERIOR FINISH MATERIALS AS ASBESTOS CONTAINING
OR CONTAMINATED MATERIALS. AS PERMITTED BY THE SITE SPECIFIC
VARIANCE, CONTRACTOR MAY ELECT TO DECONTAMINATE CLEANABLE
INTERIOR BUILDING MATERIALS SUCH AS CABINETS, COUNTERS,
NON-ACM FIXTURES AND REMOVE AS NON-ACM.
10. LINOLEUM FLOORING, INCLUDING MULTIPLE TYPES AND LAYERS,
SHALL BE REMOVED AS FRIABLE ACM.
11. AS A PART OF THE DEMOLITION SCOPE, WHERE PRESENT, CONCRETE
SLAB(S) SHALL BE REMOVED FROM ANY BUILDING AREAS CONTAINING
CONCRETE SLAB. AS SUCH, FLOOR TILE MASTIC LOCATED IN GARDEN
LEVEL APARTMENTS MAY BE REMOVED BY MECHANICAL, MANUAL,
CHEMICAL METHODS, OR THE SLAB MAY BE REMOVED AND DISPOSED
OF AS ACM.
12. PRIOR TO ANY REMOVALS OR DEMOLITION THAT WOULD IMPACT THE
EXISTING HEATING SYSTEM, EACH BOILER AND SYSTEM SHALL BE
DRAINED OF ALL FLUIDS, WHICH SHALL BE DISPOSED OF LEGALLY.
13. AT EACH BOILER ROOM INDICATED, REMOVE THE BOILER UNITS IN
THEIR ENTIRETY. NON-SUSPECT MATERIALS MAY BE CLEANED AND
DISPOSED OF AS NON-ACM. INTERNAL BOILER COMPONENTS SHALL BE
REMOVED AS ACM. REMOVE ALL BOILER THERMOSTATS AND SIMILAR
DEVICES PRESUMED TO CONTAIN MERCURY.
14. DRAWINGS H100-H104 REPRESENT THE APPROXIMATE SITE LAYOUT
AND INTERIOR LAYOUT OF THE BUILDINGS FOR REFERENCE ONLY.
DRAWINGS ARE ONLY APPROXIMATELY TO SCALE. CONTRACTOR IS
RESPONSIBLE TO VERIFY ALL LOCATIONS AND DIMENSIONS.
Asbestos Abatement General Notes
Lead Notes1. IN ALL APARTMENT BUILDINGS, APARTMENT SHED, AND APARTMENT
GARAGE, ALL PAINTED SURFACES HAVE BEEN TESTED AND FOUND TO
NOT BE LEAD-BASED PAINT.
2. AT EACH OF THE TWO RESIDENTIAL HOUSES AND THEIR ASSOCIATED
GARAGES AND SHEDS, LEAD TESTING HAS NOT BEEN PERFORMED
AND ALL PAINTED SURFACES SHALL BE TREATED AS LEAD-BASED
PAINT CONTAINING.
Legend
BY BASE BID DEMOLISH BUILDING WITH THE FOLLOWING
ASBESTOS CONTAINING MATERIALS
a. JOINT COMPOUND
b. CONSTRUCTION ADHESIVE
c. LINOLEUM
d. SINK UNDERCOATING
e. SILL GASKET MEMBRANE
BY ALTERNATE DEMOLISH BUILDING PER ICR 56-11.5
REMOVE ASBESTOS CONTAINING FLOOR TILE AND MASTIC FROM
GARDEN LEVEL APARTMENTS
REMOVE ASBESTOS CONTAINING FLOOR TILE
REMOVE BOILER WITH ASBESTOS CONTAINING GASKETS
REMOVE ASBESTOS CONTAINING CRAWLSPACE ACCESS DOOR(S)
REMOVE ASBESTOS CONTAINING SIDING CAULK
DEMOLISH BUILDING WITH ACM DUCT PAPER WRAP AND LINOLEUM
FLOORING
DEMOLISH BUILDING WITH ACM DUCT PAPER WRAP
DEMOLISH BUILDING WITH ACM ROOF FLASHING/MASTIC AND
ABANDONED RESIDENTIAL BOILER PRESUMED TO CONTAIN ACM
INTERNAL COMPONENTS
DEMOLISH BUILDING WITH APPROX 50 S.F. NON FRIABLE ACM
ROOFING
BY BASE BID DEMOLISH BUILDING WITH NON-FRIABLE ACM
ROOFING PER SITE SPECIFIC VARIANCE
BY ALTERNATE DEMOLISH BUILDING WITH NON-FRIABLE ACM
ROOFING VIA ICR 56-11.5
EMPTY, CLEAN, REMOVE AND LEGALLY DISPOSE OF THE OIL TANK
AND ITS CONTENTS IN CONFORMANCE WITH 6 NYCRR PART 613,
API RP 2016, AUGUST 2001 AND NFPA 326, 2010 EDITION.
REMOVE ASBESTOS CONTAINING LINOLEUM FLOORING
REMOVE DUCT/BOOT WITH ASBESTOS CONTAINING PAPER WRAP
OPEN ALL INTERIOR WALLS AND REMOVE ALL DUCTWORK WITHIN
PRESUMED TO CONTAIN ACM DUCT PAPER WRAP.
DEMOLISH BUILDING - NO ASBESTOS CONTAINING MATERIALS
PRESENT
A
B
C
D
E
F
X
A
B
A
X
A
B
A
A
C
A
A
D
D
D
D
D
D
F
G
E
E
E
E
3, 4
H101
5, 6, 7
H101
1, 2
H102
3, 4
H102
1, 2, 3
H103
4, 5
H103
1, 2
H104
1, 2
H101
A
D E
1. DEMOLITION OF THE BUILDING STRUCTURE SHALL PROCEED IN A
SYSTEMATIC, WORKMANLIKE MANNER. SECTIONS OF WALLS,
PARTITIONS, ROOFS, MASONRY ETC. SHALL NOT BE LOOSENED OR
PERMITTED TO FALL IN SUCH MASSES AS TO AFFECT THE CARRYING
CAPACITY OF THE FLOORS OR STABILITY OF THE STRUCTURE.
2. STRUCTURAL MEMBERS BEING DEMOLISHED SHALL NOT SUPPORT
ANY LOAD OTHER THAN THEIR OWN SELF WEIGHT. REMOVE ALL
STRUCTURE, FRAMING, FINISHES, LOADS, ETC ABOVE PRIOR TO
DEMOLISHING A STRUCTURAL MEMBER.
3. NO SECTION OF WALL, CHIMNEY, STRUCTURE, ETC. SHALL BE
PERMITTED TO STAND UNBRACED BY EXISTING FRAMING WITHOUT
SUPPLEMENTAL BRACING DESIGNED BY A PRFOESSIONAL ENGINEER
REGISTERED IN NEW YORK STATE. NO ELEMENT SHALL BE LEFT IN
SUCH A CONDITION THAT IT MAY COLLAPSE OR BE TOPPLED BY WIND,
VIBRATION OR ANY OTHER CAUSE.
4. REMOVE CHIMNEYS (IF APPLICABLE) USING HAND TOOLS.
5. REMOVE ROOFS, WALLS AND FLOORS IN SMALL SECTIONS STARTING
FROM HIGHEST LEVEL DOWN TO FOUNDATION.
6. REMOVE FOUNDATION DOWN TO LEVEL WHERE IT IS NO HIGHER THAN
30" ABOVE LOWEST ADJACENT GRADE.
7. BLASTING SHALL NOT BE PERMITTED.
Structural Demolition Notes
General Notes1. APARTMENTS ARE PRIMARILY 2 STORY WOOD FRAME CONSTRUCTION
WITH THE EXCEPTIONS OF GROUPS "D" AND "I" WHICH ARE 3 STORY (2
FLOOR ABOVE THE PRIMARY GRADE AND 1 BELOW AS SITE SLOPES
AROUND BUILDING).
2. ROAD PRESERVATION - CONTRACTOR SHALL SCHEDULE AND SIZE ALL
WASTE DISPOSAL, DELIVERIES, ETC. SUCH THAT LESS THAN 500 TRIPS
OF TRUCKS WEIGHING 30 TONS OR MORE ARE UTILIZED. IN THE
EVENT THAT THE CONTRACTOR EXCEEDS THESE REQUIREMENTS,
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL
PROVISIONS REQUIRED BY TOWN OF ITHACA CODE, CHAPTER 230,
ARTICLE IV (ROAD PRESERVATION LAW). ADDITIONAL PROVISIONS
INCLUDE, BUT ARE NOT LIMITED TO, SUBMISSION OF A ROAD USE
AGREEMENT FOR REVIEW AND APPROVAL BY THE TOWN HIGHWAY
SUPERINTENDENT. CONTRACTOR SHALL INCLUDE IN WORK PLAN
SUBMITTALS THE ANTICIPATED SIZE / WEIGHT AND NUMBER OF
TRUCKS ANTICIPATED TO DETERMINE IF A ROAD USE AGREEMENT
WILL BE REQUIRED.
3. ADDITIONALLY, ALL TRUCK ROUTING THROUGH THE CITY AND TOWN
OF ITHACA IS SUBJECT TO REVIEW AND APPROVAL. SUBMIT
PROPOSED TRUCK ROUTING PLAN WITH THE WORK PLAN REQUIRED
AS PART OF SECTION 02 82 00 - ASBESTOS ABATEMENT.
4. CONTRACTOR SHALL ONLY BE PERMITTED TO STAGE EQUIPMENT,
MATERIALS, VEHICLES, ETC ON THE PROJECT PROPERTY WITHIN THE
CONSTRUCTION FENCE. NO TEMPORARY PARKING SHALL BE
PERMITTED ON MAPLE AVE, OR ON SURROUNDING/ADJACENT
PROPERTIES.
5. WORK HOURS LIMITATIONS
5.1. INTERIOR ABATEMENT AND DEMOLITION PREP WORK - NO
LIMITATION
5.2. DEMOLITION/CONTROLLED DEMOLITION - WORK SHALL BE LIMITED
TO THE HOURS OF 7AM-5PM MONDAY - FRIDAY. WORK SHALL BE
FURTHER LIMITED TO THE HOURS OF 9AM-4PM
SATURDAY-SUNDAY.
5.3. WASTE REMOVAL/TRANSPORT - REMOVAL OF WASTE FROM THE
SITE SHALL BE LIMITED TO THE ABOVE DEMOLITION SCHEDULE.
X
G
H
J
K
J
K
H
I
L
L
I L
5,6,7
H104
A*
A*
(ALT NO. 1)
A*
(ALT NO. 2)
A*
(ALT NO. 3)
A*
(ALT NO. 4)
A*
(ALT NO. 5)
A*
(ALT NO. 6)
A*
(ALT NO. 7)
A*
(ALT NO. 8)
K*
K*
(ALT NO. 9)
O
N
M
O
O
Asbestos Containing Building Demolition1. AT ALL BUILDINGS INDICATED FOR DEMOLITION VIA KEYNOTES (A),
AND (A*), PERFORM REMOVALS AND DEMOLITION AS PER THE SITE
SPECIFIC VARIANCE AND AS NOTED HEREIN.
1.1. ASBESTOS CONTAINING JOINT COMPOUND ASSOCIATED WITH
SHEETROCK WALLS AND CEILINGS THROUGHOUT IS DISTURBED IN
VARIOUS LOCATIONS. ALL SURFACES IN UNITS WITH DAMAGED
SHEETROCK ARE CONSIDERED TO BE CONTAMINATED.
1.2. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL ELECTRIC
AND WATER NECESSARY. CONTRACTOR SHALL PROVIDE PROJECT
MONITOR WITH ADEQUATE POWER TO PERFORM AIR
SAMPLING/CLEARANCE.
1.3. IN UNITS WHERE NO ACM JOINT COMPOUND DAMAGE HAS
OCCURRED, CONTRACTOR MAY ELECT TO REMOVE ITEMS PER
56-7.10, PROVIDED THE REMOVAL IF ITEMS WILL NOT DISTURB ANY
ACM.
1.4. REMOVE ALL NON-STRUCTURAL SURFACES, FINISHES, ITEMS, ETC
AS CONTAMINATED PER 56-11.2. ACM FLOORING, AND/OR
CONTAMINATED FLOORING SHALL BE REMOVED DOWN TO THE
STRUCTURAL SUBFLOORING. WHERE PRESENT, NON-FRIABLE
ACM MASTIC SHALL BE PERMITTED TO REMAIN ON THE
SUBFLOORING FOR DEMOLITION PER 56-11.5.
1.5. AT ALL FLOORING REMOVALS, CONTRACTOR SHALL BE
RESPONSIBLE TO ENSURE THAT NO ACM DEBRIS FALLS TO THE
DIRT CRAWLSPACE FLOOR BELOW.
1.6. UPON COMPLETION OF ALL FRIABLE/INTERIOR ACM REMOVALS,
CLEARANCE SHALL BE PERFORMED PER 56-11.2(f)(8).
1.7. UPON RECEIPT OF SATISFACTORY CLEARANCE CRITERIA,
REMAINDER OF BUILDING SHALL BE DEMOLISHED PER 56-11.5
WITH NON-FRIABLE ACM (E.G. SUCH AS CONSTRUCTION
ADHESIVE) IN PLACE. DEMOLITION SHALL INCLUDE REMOVAL OF
FOUNDATION TO GRADE, UNLESS NOTED OTHERWISE.
CONTRACTOR SHALL PERFORM THE DEMOLITION WORK IN SUCH
MANNER THAT DOES NOT RENDER THE NON-FRIABLE ACM
FRIABLE, AND SHALL PERFORM WORK SUCH THAT THE ACM SILL
GASKET IS ADEQUATELY WET AND IS NOT RENDERED FRIABLE.
1.8. ADDITIONALLY, AT THE BUILDINGS INDICATED VIA KEYNOTE (B)
WHICH HAVE GARDEN LEVEL APARTMENTS WHERE ACM FLOOR
TILE AND MASTIC ARE PRESENT ON THE SLAB, REMOVE ACM TILE,
ACM MASTIC, AND SLAB IN ITS ENTIRETY.
2. AT LOCATIONS INDICATED BY KEYNOTES (D) & (E), BOILER ROOMS ARE
NOT CONSIDERED CONTAMINATED. PERFORM BOILER AND ACCESS
DOOR REMOVAL PER ICR 56. ADDITIONALLY, AT SPACES LABELED (D) &
(E), REMOVE FOUNDATION TO EXISTING GRADE. BOILER ROOM SLAB
SHALL REMAIN TO BE BACKFILLED BY OTHER.
3. AT ALL BUILDINGS INDICATED FOR DEMOLITION VIA KEYNOTES (I), (J),
(K), OR (K*), WHERE ONLY NON-FRIABLE ACM IS PRESENT, PERFORM
DEMOLITION AS PER 56-11.5
4. AT ALL BUILDINGS INDICATED FOR DEMOLITION VIA KEYNOTES (g), AND
(H), UPON COMPLETION OF REMOVAL OF FRIABLE ACM INDICATED,
REMAINDER OF BUILDING, WHICH HAS BEEN ABATED OF ALL ACM,
SHALL BE DEMOLISHED. DEMOLITION IS NOT SUBJECT TO ABATEMENT
UPON COMPLETION OF FRIABLE ACM ABATEMENT.
Drawn by: Drawing No.:
Description:Rev. No.: Date:
CLEAR SOLUTIONS
complex world
Tetra Tech Engineers, Architects
& Landscape Architects, P.C.
1
A
2 43 5 6 7 8
BC
D
9 10 11 12 13 14 15 16 17
EF
GH
IN N
ML
JI
HG
FE
DC
BA
ML
KJ
K
Key Plans
TJT
H101
1Building A/B First Floor Plan1/8" = 1'-0"
N
Project No.:
Date:
February 21, 2020
08249-20001
Key Plan
NTS
Cornell University
Ithaca East Abatement & Demolition
217, 221, 301 Maple Ave
Ithaca, New York
A/B
C
D
E/F
G/H
I
J
K
GARAGE
UPS
BID SET
2Building A/B Second Floor Plan1/8" = 1'-0"
3Building C First Floor Plan1/8" = 1'-0"
4Building C Second Floor Plan1/8" = 1'-0"
5Building D Garden Floor Plan1/8" = 1'-0"
7Building D Second Floor Plan1/8" = 1'-0"
6Building D First Floor Plan1/8" = 1'-0"
General Notes1. REFER TO H100 FOR LEGEND AND NOTES.
Drawn by: Drawing No.:
Description:Rev. No.: Date:
CLEAR SOLUTIONS
complex world
Tetra Tech Engineers, Architects
& Landscape Architects, P.C.
1
A
2 43 5 6 7 8
BC
D
9 10 11 12 13 14 15 16 17
EF
GH
IN N
ML
JI
HG
FE
DC
BA
ML
KJ
K
Key Plans
TJT
H102
1Building E/F First Floor Plan1/8" = 1'-0"
N
Project No.:
Date:
February 21, 2020
08249-20001
Key Plan
NTS
Cornell University
Ithaca East Abatement & Demolition
217, 221, 301 Maple Ave
Ithaca, New York
A/B
C
D
E/F
G/H
I
J
K
GARAGE
UPS
BID SET
2Building E/F Second Floor Plan1/8" = 1'-0"
3Building G/H First Floor Plan1/10" = 1'-0"
4Building G/H Second Floor Plan1/8" = 1'-0"
General Notes1. REFER TO H100 FOR LEGEND AND NOTES.
Drawn by: Drawing No.:
Description:Rev. No.: Date:
CLEAR SOLUTIONS
complex world
Tetra Tech Engineers, Architects
& Landscape Architects, P.C.
1
A
2 43 5 6 7 8
BC
D
9 10 11 12 13 14 15 16 17
EF
GH
IN N
ML
JI
HG
FE
DC
BA
ML
KJ
K
Key Plans
TJT
H103
1Building I Garden Floor Plan1/8" = 1'-0"
N
Project No.:
Date:
February 21, 2020
08249-20001
Key Plan
NTS
Cornell University
Ithaca East Abatement & Demolition
217, 221, 301 Maple Ave
Ithaca, New York
A/B
C
D
E/F
G/H
I
J
K
GARAGE
UPS
BID SET
2Building I First Floor Plan1/8" = 1'-0"
3Building I Second Floor Plan1/8" = 1'-0"
4Building J First Floor Plan1/8" = 1'-0"
5Building J Second Floor Plan1/8" = 1'-0"
General Notes1. REFER TO H100 FOR LEGEND AND NOTES.
N
N
N
M
Drawn by: Drawing No.:
Description:Rev. No.: Date:
CLEAR SOLUTIONS
complex world
Tetra Tech Engineers, Architects
& Landscape Architects, P.C.
1
A
2 43 5 6 7 8
BC
D
9 10 11 12 13 14 15 16 17
EF
GH
IN N
ML
JI
HG
FE
DC
BA
ML
KJ
K
Key Plans
TJT
H104
1Building K First Floor Plan1/8" = 1'-0"
N
Project No.:
Date:
February 21, 2020
08249-20001
Key Plan
NTS
Cornell University
Ithaca East Abatement & Demolition
217, 221, 301 Maple Ave
Ithaca, New York
A/B
C
D
E/F
G/H
I
J
K
GARAGE
UPS
BID SET
2Building K First Floor Plan1/8" = 1'-0"
3Garage Floor Plan1/8" = 1'-0"
4UPS Shed Floor Plan1/8" = 1'-0"
5221 Maple House Basement Floor Plan1/8" = 1'-0"
8217 Maple House Basement Floor Plan1/8" = 1'-0"
6221 Maple House First Floor Plan1/8" = 1'-0"
9217 Maple House First Floor Plan1/8" = 1'-0"
7221 Maple House Second Floor Plan1/8" = 1'-0"
10217 Maple House Second Floor Plan1/8" = 1'-0"
General Notes1. REFER TO H100 FOR LEGEND AND NOTES.
2. DUCT LAYOUTS SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY
LOCATIONS.
OE
O
E
P
H
A
S
E
2
P
H
A
S
E
1
PH
AS
E 2
PH
AS
E 1
P
H
A
S
E
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P
H
A
S
E
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S
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SF
S
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SF
SF
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66666
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14
Description:Rev. No.: Date:
Drawing No.:Drawn by:
CLEAR SOLUTIONS
complex world
Tetra Tech Engineers, Architects
& Landscape Architects, P.C.
Site Demolition and Partial Grading Plan
DFL
C100
General Site Notes
1Site Demolition Plan and Partial Grading Plan
Site Preparation/Demolition General Notes
Site Phasing Notes
1. INSTALL SOIL EROSION AND SEDIMENT CONTROL MEASURES
BEFORE SOIL DISTURBANCE AND INSTALLATION OF OTHER
TEMPORARY CONSTRUCTION FEATURES.
2. ACCESS ROADS AND CONSTRUCTION ENTRANCES ARE TO BE
KEPT CLEAR AT ALL TIMES.
3. REFER TO PROJECT MANUAL FOR PHASING INFORMATION FOR
INSTALLATION OF PAVING, SIDEWALKS, CURBING AND STORM
UTILITIES.
4. CONTRACTOR PARKING IS RESTRICTED TO STAGING OR
DESIGNATED TEMPORARY PARKING AREAS.
5. AT STAGING AND OTHER TEMPORARY AREAS TO BE RESTORED
TO LAWN: THOROUGHLY REMOVE GRAVEL, STONES, DEBRIS,
VEGETATION, ETC. FROM EXISTING TOPSOIL AND SCARIFY TO A
MINIMUM DEPTH OF 6". AMEND TOPSOIL WITH COMPOST AND
NUTRITIONAL AMENDMENTS AND FINE GRADE, FERTILIZE AND
SEED OR SOD.
6. AT STAGING AND OTHER TEMPORARY AREAS ON EXISTING
PAVING: CONTRACTOR TO REMOVE AND REPLACE EXISTING
PAVING IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS.
7. PAVING THAT IS DAMAGED DUE TO CONSTRUCTION ACTIVITIES IS
TO BE REMOVED AND REPLACED IN ACCORDANCE WITH
DRAWINGS AND SPECIFICATIONS.
8. LAWN THAT IS DAMAGED DUE TO CONSTRUCTION ACTIVITIES IS
TO BE REMOVED AND THE AREA SCARIFIED. PROVIDE NEW
TOPSOIL AS REQUIRED TO BRING THE AREA TO MATCH
SURROUNDING GRADE. FERTILIZE AND SEED OR SOD.
# Site Preparation/Demolition Key Notes
0
SCALE:
15' 30' 60'
1" = 30'
N
1. THESE GENERAL SITE NOTES APPLY TO C-SERIES DRAWINGS.
2. REFER TO SURVEY FOR INFORMATION ON EXISTING FEATURES. IF
EXISTING FEATURES ARE MISSING, MODIFIED, OBSCURED, OR
THERE IS A CONFLICT BETWEEN HOW AN EXISTING FEATURE IS
PORTRAYED ON THIS SHEET AND THE SURVEY, THE SURVEY
SHALL GOVERN.
3. PRIOR TO CONSTRUCTION, LOCATE AND PROMINENTLY MARK
THE PROPERTY LINES IN THE FIELD. PROTECT PROPERTY LINE
MARKING AND MONUMENTS DURING CONSTRUCTION UNTIL FINAL
ACCEPTANCE.
4. THE SURVEY(S) INCLUDED IN THESE DOCUMENTS ARE PROVIDED
FOR INFORMATION ONLY AND ARE THE BASE INFORMATION USED
TO PREPARE THE WORK INDICATED ON THESE DRAWINGS. THE
DATA INDICATED REGARDING EXISTING CONDITIONS IS NOT
INTENDED AS REPRESENTATIONS OR WARRANTIES OF THEIR
ACCURACY. BY INCLUSION OF THE SURVEY(S) IN THIS SET OF
DOCUMENTS, TETRA TECH AND THE OWNER DO NOT ASSUME
RESPONSIBILITY FOR ACCURACY OF THE SURVEY, NOR FOR
INTERPRETATIONS OR CONCLUSIONS DRAWN THEREFROM BY
THE CONTRACTOR.
5. THE CONTRACTOR SHALL FIELD VERIFY EXISTING FEATURES,
CONDITIONS, UTILITIES, PROPERTY LINES AND TOPOGRAPHY
PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES
WHICH WILL AFFECT THE WORK REQUIRED AS PART OF THE
CONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED IN
WRITING TO THE ARCHITECT. COMMENCEMENT OF WORK
WITHOUT THIS WRITTEN NOTIFICATION SHALL CONSTITUTE
CONTRACTOR ACCEPTANCE OF THE EXISTING INFORMATION
INDICATED ON THE DRAWINGS AS ACCURATE. NO ADJUSTMENTS
TO THE CONTRACT WILL BE MADE FOR THE DISCREPANCIES
BROUGHT TO THE OWNER'S ATTENTION AFTER WORK HAS
BEGUN.
6. NO ATTEMPT HAS BEEN MADE TO SHOW ALL UNDERGROUND
UTILITIES ON THIS DRAWING. CONTACT UNDERGROUND UTILITY
LOCATION ORGANIZATION AND LOCAL UTILITY COMPANIES TO
VERIFY THE LOCATION OF UTILITIES PRIOR TO EARTHWORK,
TRENCHING OR EXCAVATION OPERATIONS.
7. CONTRACT LIMIT LINE SHALL BE TEN FEET OUTSIDE OF LIMITS OF
WORK INDICATED ON THESE DRAWINGS AND NOT TO EXTEND
BEYOND THE PROPERTY LINE UNLESS OTHERWISE INDICATED.
8. CONTRACTOR SHALL PROVIDE CONSTRUCTION/PROTECTIVE
FENCING OR OTHER MEANS NECESSARY TO PROTECT WORK AND
TO ENSURE SAFETY OF THE PUBLIC, PEDESTRIANS AND
VEHICULAR TRAFFIC DURING CONSTRUCTION.
9. FOR INFORMATION REGARDING SUBSURFACE CONDITIONS AND
TEST LOCATIONS, COORDINATE WITH OWNER REGARDING THE
AVAILABILITY OF GEOTECHNICAL INFORMATION.
10. AT EDGE OF ALL NEW PAVING MEETING LAWN, REMOVE EXISTING
TURF TO MINIMUM OF 4-FT FROM NEW PAVEMENT EDGE, UNLESS
OTHERWISE NOTED. CUT NEAT REMOVAL LINE AND SCARIFY
EXISTING GRADE. PROVIDE TAMPED TOPSOIL TO BRING EXISTING
GRADE FLUSH WITH NEW PAVING. SLOPE LAWN AWAY FROM
PAVING TO PREVENT PONDING. FINE GRADE, FERTILIZE, SEED
AND MULCH IN ACCORDANCE WITH THE PROJECT MANUAL.
1. THESE GENERAL SITE / PREPARATION / DEMOLITION NOTES REFER TO
C-SERIES DRAWINGS.
2. THE INTENT OF THIS DRAWING IS TO INDICATE PREPARATORY WORK,
REMOVALS AND DEMOLITION NECESSARY TO CONSTRUCT THE PROJECT
AS SHOWN ON THE REST OF THE CONTRACT DRAWINGS. SOME NOTES
ARE GENERAL IN NATURE AND IT SHALL BE UNDERSTOOD THAT IT IS NOT
FEASIBLE TO INDICATE EACH AND EVERY SPECIFIC REMOVAL. SITE
PREPARATION / DEMOLITION DRAWINGS SHALL NOT BE USED ALONE,
BUT SHALL BE USED IN CONJUNCTION WITH THE OTHER DRAWINGS FOR
WORK TO BE REMOVED, REUSED, AND / OR REVISED NOT INDICATED
HERE.
3. CONTRACTOR TO MAINTAIN UTILITY SERVICES TO BUILDINGS TO
REMAIN. IF UTILITY SERVICES MUST BE INTERRUPTED THE
CONTRACTOR SHALL COORDINATE THAT SHUTDOWN TO MINIMIZE
IMPACT TO BUILDINGS. SEE PROJECT MANUAL REGARDING
COORDINATION OF DEMOLITION WORK WITH UTILITY COMPANIES.
4. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE SITE ACCESS TO
PEDESTRIAN, VEHICULAR TRAFFIC, EMERGENCY AND HEALTH SAFETY
AGENCIES. IF ACCESS WILL BE COMPROMISED IT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AT LEAST ONE
WEEK IN ADVANCE WITH THE OWNER'S REPRESENTATIVE AND HEALTH
SAFETY AGENCIES, UNLESS OTHERWISE NOTED IN THE PROJECT
MANUAL.
5. UTILITIES, SIDEWALKS, PAVEMENT, SLABS, FOUNDATIONS, AND
MISCELLANEOUS FEATURES NOTED TO BE DEMOLISHED SHALL BE
SPOILED OFF-SITE IN A LEGAL MANNER UNLESS OTHERWISE DIRECTED
BY THE OWNER'S REPRESENTATIVE. NO BURNING OF DEBRIS SHALL BE
ALLOWED. IMMEDIATELY BACKFILL VOIDS WITH COMPACTED GRANULAR
MATERIAL AS SPECIFIED.
6. WHEN A SITE FEATURE IS INDICATED TO BE REMOVED, THE SITE
FEATURE, INCLUDING APPURTENANCES AND FOOTINGS, SHALL BE
DISPOSED OF LEGALLY OFF SITE, UNLESS OTHERWISE INDICATED.
IMMEDIATELY BACKFILL VOIDS WITH COMPACTED GRANULAR MATERIALS
AS SPECIFIED.
7. WHEN A SITE FEATURE IS INDICATED TO REMAIN, IT SHALL BE
PROTECTED AS INDICATED AND / OR SPECIFIED. WHEN DISTURBANCE
OCCURS AROUND AN EXISTING FEATURE, THE CONTRACTOR SHALL USE
ADDITIONAL PRECAUTIONS INCLUDING, BUT NOT LIMITED TO HAND
DIGGING TO PROTECT THE FEATURE.
8. EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR
REMOVAL. PROTECT ALL EXISTING UTILITIES TO REMAIN.
9. MANHOLES, CATCH BASINS, CLEAN OUTS, VALVE BOXES, FRAMES,
COVERS AND GRATES REMAINING IN USE SHALL BE PROTECTED AND
ADJUSTED TO FINAL GRADES. CONTRACTOR SHALL MAINTAIN POSITIVE
DRAINAGE AT ALL TIMES.
10. CONTRACTOR IS RESPONSIBLE TO VERIFY GRADES AND UTILITIES
SHOWN ON EXISTING CONDITIONS PLAN PRIOR TO START OF WORK.
DISCREPANCIES ARE TO BE DOCUMENTED AND SUBMITTED TO THE
OWNER'S REPRESENTATIVE AT THE TIME OF DISCOVERY.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATIONS, INCLUDING,
BUT NOT LIMITED TO, UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS
INDICATED ON DESIGN DOCUMENTS.
12. IF EXISTING SITE FEATURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION BY CONTRACTOR, SITE FEATURES SHALL BE REPAIRED
IN-KIND, TYPICAL.
13. CONTRACTOR TO REMOVE OR RELOCATE, WHEN APPLICABLE, ALL
CONNECTING IMPROVEMENTS, DRAIN PIPES, SANITARY SEWER PIPES,
POWER POLES, AND GUY WIRES, WATER METERS AND WATER LINES,
WELLS, SIDEWALKS, SIGN POLES, UNDERGROUND GAS, SEPTIC TANKS,
AND ASPHALT, SHOWN AND NOT SHOWN, WITHIN CONSTRUCTION LIMITS
AND WHERE NEEDED, TO ALLOW FOR NEW CONSTRUCTION AS SHOWN.
14. CONTRACTOR TO NOTIFY OWNERS REPRESENTATIVE IF UNIDENTIFIED
UTILITIES ARE ENCOUNTERED INCLUDING, BUT NOT LIMITED TO, STORM
SEWER, SANITARY SEWER, TELECOMMUNICATIONS SERVICE,
ELECTRICAL SERVICE, GAS SERVICE, WATER SERVICE, IRRIGATION
LINES. UTILITIES LINES TO REMAIN UNDISTURBED UNTIL DIRECTED BY
OWNERS REPRESENTATIVE.
15. CONTRACTOR SHALL REQUEST UFPO PRIOR TO START OF ANY
WORK. “DIG SAFELY NEW YORK - CALL 811 - BEFORE YOU DIG”.
16. ROAD PRESERVATION - CONTRACTOR SHALL SCHEDULE AND SIZE ALL
WASTE DISPOSAL, DELIVERIES, ETC. SUCH THAT LESS THAN 500 TRIPS
OF TRUCKS WEIGHING 30 TONS OR MORE ARE UTILIZED. IN THE EVENT
THAT THE CONTRACTOR EXCEEDS THESE REQUIREMENTS,
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL
PROVISIONS REQUIRED BY TOWN OF ITHACA CODE, CHAPTER 230,
ARTICLE IV (ROAD PRESERVATION LAW). ADDITIONAL PROVISIONS
INCLUDE, BUT ARE NOT LIMITED TO, SUBMISSION OF A ROAD USE
AGREEMENT FOR REVIEW AND APPROVAL BY THE TOWN HIGHWAY
SUPERINTENDENT.
1 EXISTING LAWN AREA TO REMAIN. REPAIR AS REQUIRED.
2 EXISTING UTILITY TO REMAIN, PROTECT.
3 EXISTING FIRE HYDRANT AND VALVE BOX TO REMAIN AND PROTECT. PER
CORNELL UNIVERSITY EHS DEPT, MAINTAIN MINIMUM 3-FT
UNOBSTRUCTED CIRCUMFERENCE AROUND HYDRANT(S) FOR FIRE
DEPARTMENT USE.
4 EXISTING ASPHALT TO REMAIN, PROTECT. (TYPICAL)
5 EXISTING CONCRETE TO REMAIN, PROTECT. (TYPICAL)
6 PROTECT EXISTING PLANTER, VEGETATION, AND/ OR BOLLARDS.
TYPICAL.
7 EXISTING VEGETATION TO REMAIN, PROTECT.
8 EXISTING RETAINING WALL TO REMAIN. PROTECT.
9 PRIOR TO SITE WORK, DISCONNECT SITE ELECTRIC SERVICE.
COORDINATE WITH UTILITY AND OWNER REGARDING SCHEDULE
10 PRIOR TO SITE WORK, DISCONNECT SITE GAS SERVICE. COORDINATE
WITH UTILITY AND OWNER REGARDING SCHEDULE.
11 PRIOR TO SITE WORK, DISCONNECT SITE WATER SERVICE. COORDINATE
WITH UTILITY AND OWNER REGARDING SCHEDULE.
12 PRIOR TO ANY SITE WORK AND/OR DEMOLITION, DISCONNECT SANITARY
SERVICE. COORDINATE WITH UTILITY AND OWNER REGARDING
SCHEDULE.
13 PRIOR TO SITE WORK, DISCONNECT SITE CTV / TELEPHONE SERVICE.
COORDINATE WITH UTILITY AND OWNER REGARDING SCHEDULE.
14 TERMINATE AND CAP ALL UTILITIES AT BUILDING MAX 5-FT OUT FROM
BUILDING FOOTPRINT. VERIFY LOCATION IN FIELD, MARK AND PROVIDE
AS BUILT.
15 BUILDING / STRUCTURE TO BE REMOVED TO EXISTING GRADE OR AS
OTHERWISE NOTED. SCARIFY GROUND SURFACE, SEED AND MULCH. SEE
ABATEMENT DRAWINGS FOR ADDITIONAL INFORMATION.
16 REMOVE SLAB ON GROUND. BACKFILL TO A SLOPE NO GREATER THAN 3:1
WITH TYPE 1 FILL AND 3-IN AGGREGATE SURFACING IN AREAS SPECIFIED.
ASPHALT MAY BE REMOVED AS NECESSARY.
17 REMOVE PLAY EQUIPMENT.
18 REMOVE SITE LIGHTING.
19 BUILDING TO BE REMOVED INCLUDING SLAB AND FOUNDATION WALLS.
BACKFILL DEPRESSIONS WITH TYPE 1 FILL AND 3-IN AGGREGATE
SURFACING. FINISH DEPTH OF DEPRESSION NOT TO EXCEED 30-IN.
20 TERMINATE AND CAP SEWER PIPE AT PROPERTY LINE.
21 TERMINATE AND GROUT CONNECTION TO SEWER MANHOLE PER TOWN
OF ITHACA SPECIFICATIONS.
22 BUILDING TO BE REMOVED TO EXISTING SLAB. BOTTOM SLAB TO REMAIN
IN PLACE.
Project No.:
Date:
February 21, 2020
08249-20001
Cornell University
Ithaca East Abatement & Demolition
217, 221, 301 Maple Ave
Ithaca, New York
BID SET
SITE DEMOLITION AND
PREPARATION LEGEND
REMOVE EXISTING BUILDING
X
REMOVE SITE FEATURE AS INDICATED IN
DEMOLITION KEYNOTES (Specific Feature)
General Grading Plan Notes
1. ALL FILL MATERIALS, INCLUDING ON-SITE MATERIALS, ARE TO BE
SUBMITTED FOR ARCHITECT APPROVAL BEFORE PLACEMENT. REFER
TO EARTH MOVING SPECIFICATION FOR REQUIREMENTS.
2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS
OTHERWISE NOTED.
3. EXCESS MATERIAL CUT FROM THE SITE (WITH THE EXCEPTION OF
TOPSOIL) SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED
OF PER THE PROJECT MANUAL.
4. OWNER'S GEOTECHNICAL ENGINEER TO BE PRESENT FOR ALL FILL
AND COMPACTION OPERATIONS, INCLUDING TRENCHES AND
STORMWATER STRUCTURES. REFER TO EARTH MOVING
SPECIFICATION FOR GEOTECHNICAL TESTING REQUIREMENTS.
5. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM
BUILDINGS AND STRUCTURES FOR NATURAL AND PAVED AREAS.
6. SPREAD TOPSOIL TO A MINIMUM DEPTH OF 6-INCHES CONTINUOUS
SETTLED DEPTH OVER AREAS OF THE SITE WHERE EARTH HAS BEEN
DISTURBED, EXCEPT WHERE BUILDING OR PAVING IS PROPOSED.
7. DISTURBED AREAS THAT ARE NOT RECEIVING PAVEMENT SHALL BE
FINE GRADED, SEEDED OR SODDED, FERTILIZED AND MULCHED AS PER
THE PROJECT MANUAL.
8. AFTER FINE GRADING IS COMPLETED, INFORM THE OWNER AND A/E SO
THAT AN INSPECTION OF THE FINE GRADING CAN TAKE PLACE BEFORE
SEEDING IS BEGUN. IF INSPECTION DOES NOT TAKE PLACE, APPROVAL
OF LAWN MAY BE DELAYED OR DENIED.
9. PROVIDE GRADE ADJUSTING RINGS OR SHIMS AT DROP-INLETS, CATCH
BASINS AND MANHOLES IN AREAS SCHEDULED FOR REPAVING OR
REGRADING TO BRING RIMS UP TO LEVEL OF NEW FINISHED GRADE.
10. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT
1-FOOT INTERVALS.
11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT, AND SHALL HAVE TRAFFIC BEARING LIDS.
12. IF APPLICABLE, THE CONTRACTOR SHALL ADHERE TO ALL TERMS &
CONDITIONS AS OUTLINED IN THE GENERAL NEW YORK STATE
S.P.D.E.S. PERMIT AND PROJECT S.W.P.P.P. FOR STORMWATER
DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS
NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
14. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING
CODES AND BE CONSTRUCTED TO SAME.
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Description:Rev. No.: Date:
Drawing No.:Drawn by:
CLEAR SOLUTIONS
complex world
Tetra Tech Engineers, Architects
& Landscape Architects, P.C.
Soil Erosion and Sediment Control Plan
DFL
C110
1Site Soil Erosion and Sediment Control Plan
0
SCALE:
15' 30' 60'
1" = 30'
N
Project No.:
Date:
February 21, 2020
08249-20001
Cornell University
Ithaca East Abatement & Demolition
217, 221, 301 Maple Ave
Ithaca, New York
BID SET
DISTURBANCE LEGEND
DISTURBANCE WITH PERVIOUS FILL
UNDISTURBED EXPOSED LAWN
SURFACE COVER
DISTURBANCE WITH PERVIOUS FILL
AREA
9,300 SF
UNDISTURBED PRE-EXISTING IMPERVIOUS
52,021 SF
UNDISTURBED PRE-EXISTING LAWN AND
VEGETATION
181,154 SF
UNDISTURBED EXPOSED LAWN 32,414 SF
TOTAL AREA (APARTMENTS AND RESIDENCE)
6.37 AC
1 PROVIDE SILT FENCE, TYPICAL. SEE DETAIL 2 / AC110.
2 PROVIDE DROP-IN INLET PROTECTION, TYPICAL. SEE DETAIL 3
/ AC110.
3 PROVIDE INLET PROTECTION IN LAWN, TYPICAL. SEE DETAIL 4
/ AC110.
Soil Erosion & Sediment Contol KeyNotes
1. INSTALL STABILIZED CONSTRUCTION ENTRANCE PAD.
2. INSTALL TEMPORARY TREE PROTECTION AT EXISTING TREES WITHIN
CONSTRUCTION AREA. PRIOR TO COMMENCEMENT OF GRADING
OPERATIONS,
3. INSTALL SILT FENCE, SEDIMENT TRAPS AND SEDIMENT BASINS.
4. INSTALL TEMPORARY STORM SEWER INLET PROTECTION AT ALL EXISTING
DRAINAGE INLETS THAT WILL BE RECEIVING STORM DRAINAGE FROM
CONSTRUCTION ACTIVITIES.
5. PREPARE CONTRACTOR ACCESS DRIVES, PARKING AND STAGING AREAS
WITH TYPE 2 FILL OR OTHER SURFACING THAT WILL PREVENT EROSION OF
THESE AREAS. STRIP TOPSOIL AND STOCKPILE IN LOCATION SHOWN.
6. SURROUND ALL STOCKPILES WITH SILT FENCE OR HAY BALE BARRIER.
THROUGHOUT GRADING OPERATIONS,
7. PROVIDE TEMPORARY AND PERMANENT SEEDING PER SOIL EROSION AND
SEDIMENT CONTROL NOTES NOS. 2, 3, & 4.
8. AFTER SLOPES ARE CUT OR FILLED, PROVIDE EROSION CONTROL MATTING
AT ALL SLOPES THAT ARE THREE HORIZONTAL TO ONE VERTICAL AND
STEEPER.
9. BEFORE COMMENCEMENT OF EXCAVATING FOR FOOTINGS, INSPECT SITE
WITH OWNER/ARCHITECT FOR COMPLIANCE WITH SOIL EROSION AND
SEDIMENT CONTROL REQUIREMENTS.
10.DURING EXCAVATION FOR FOOTINGS, TRENCHES, ETC., WHEN DEWATERING
IS REQUIRED, PROVIDE MEANS TO REMOVE SEDIMENT IN ACCORDANCE
WITH SOIL EROSION AND SEDIMENT CONTROL NOTE #13 THIS DRAWING.
11. AS STORM STRUCTURES ARE BEING INSTALLED, PROVIDE TEMPORARY
STORM SEWER INLET PROTECTION PER DETAIL AT ALL GRATED STORM
SEWER INLETS PRIOR TO CONNECTING BASINS TO NEW STORM PIPING.
MAINTAIN EROSION CONTROL DEVICES IN FULLY FUNCTIONAL CONDITION
THROUGHOUT CONTRACT PERIOD.
12.PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED TO
MEET NEW YORK STANDARDS OR AS REQUIRED BY SOIL CONSERVATION
DISTRICT.
13.UPON OWNER APPROVAL, REMOVE TEMPORARY SOIL & EROSION CONTROL
MEASURES AFTER PERMANENT MEASURES ARE IN PLACE AND
FUNCTIONING EFFECTIVELY.
Site Erosion & Sediment Control Sequence Site Erosion and Sediment Control Notes1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED IN
ACCORDANCE WITH THE STANDARDS SPECIFIED IN THE NEW YORK STATE
STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (BLUE
BOOK), LATEST EDITION, AND WILL BE INSTALLED IN PROPER SEQUENCE AND
MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED.
2. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN FOURTEEN
DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY
RECEIVE A TEMPORARY SEEDING. IF THE SEASON PROHIBITS TEMP. SEEDING, THE
DISTURBED AREA WILL BE MULCHED WITH SALT HAY OR EQUIVALENT AND BOUND
IN ACCORDANCE WITH NYS DEC STANDARDS.
3. NYSDEC REGULATIONS REQUIRE THAT DISTURBANCE BE LIMITED TO AREAS LESS
THAN 5-ACRES AT ANY ONE TIME.
4. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL
CRITICAL AREAS SUBJECT TO EROSION WILL RECEIVE A TEMPORARY SEEDING IN
COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT ACCORDING TO
THE NY STANDARDS
5. STABILIZATION SPECIFICATIONS:
A. SOIL AMENDMENTS:
LIME - PROVIDE GROUND LIMESTONE TO PH OF 6.0.
FERTILIZER - 14 LBS/1,000 S.F., 5-10-10 OR EQUIVALENT WORKED INTO SOIL A
MINIMUM OF 4".
B. TEMPORARY SEEDING AND MULCHING:
SEED - ANNUAL RYEGRASS 30 LBS/ACRE; PLANT BETWEEN MARCH 1 AND MAY 15
OR BETWEEN AUGUST 15 AND OCTOBER 1. USE WINTER RYE IF SEEDING IN
OCT./NOV.
MULCH - SALT HAY OR SMALL GRAIN STRAW AT A RATE OF 90 LBS/1,000 S.F., TO
BE APPLIED ACCORDING TO THE NY STANDARDS. MULCH SHALL BE SECURED
BY WOOD FIBER MULCH (HYDROMULCH) AT 11-17 LBS./1,000 S.F. WOOD FIBER
MULCH MUST BE APPLIED THROUGH A HYDROSEEDER IMMEDIATELY AFTER
MULCHING.
C. PERMANENT SEEDING AND MULCHING:
SEED - REFER TO PROJECT MANUAL SPECIFICATIONS FOR SEED TYPE, RATE OF
SEEDING AND SEASON OF SEEDING. RATE AND SEED TYPE ARE TO MEET THE
MINIMUM REQUIREMENTS OF THE NY STANDARDS.
MULCH - REFER TO PROJECT MANUAL SPECIFICATIONS FOR MULCH TYPE, RATE
OF APPLICATION, ETC. RATE AND MULCH TYPE ARE TO MEET THE MINIMUM
REQUIREMENTS OF THE NY STANDARDS.
6. TEMPORARY BERMS ARE TO BE INSTALLED ON ALL CLEARED ROADWAYS AND
EASEMENT AREAS IN ACCORDANCE WITH SECTION 5A OF THE NY STANDARDS.
7. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL
STORMWATER RUN-OFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL
FACILITIES.
8. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED ON A
REGULAR BASIS.
9. STOCKPILES ARE NOT TO BE LOCATED WITHIN 50' OF A FLOODPLAIN, SLOPE,
ROADWAY, OR DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHOULD BE
PROTECTED BY A SILT DAM OR STRAW BALE DIKE IN ACCORDANCE WITH NY
STANDARDS.
10. A CRUSHED STONE, VEHICLE WHEEL-CLEANING BLANKET WILL BE INSTALLED
WHEREVER A CONSTRUCTION ACCESS ROAD INTERSECTS ANY PAVED ROADWAY.
SAID BLANKET WILL BE COMPOSED OF 2" CRUSHED STONE, 6" THICK, WILL BE AT
LEAST 30'X100' AND SHOULD BE UNDERLAIN WITH A SUITABLE SYNTHETIC
SEDIMENT FILTER FABRIC AND MAINTAINED (SEE DETAIL).
11. ALL CATCH BASIN INLETS WILL BE PROTECTED WITH A FABRIC FILTER CRUSHED
STONE OR FABRIC FILTER (FILTER DETAILS APPEAR ON THE PLAN).
12. ALL STORM DRAINAGE OUTLETS WILL BE STABILIZED, AS REQUIRED, BEFORE THE
DISCHARGE POINTS BECOME OPERATIONAL.
13. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT
TRAP OR APPROVED AFTERMARKET PRODUCT IN ACCORDANCE WITH SECTION 5A
OF THE NY STANDARDS.
14. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES.
15. STABILIZED CONSTRUCTION ENTRANCE AND CONSTRUCTION ACCESS AREAS TO
BE RESTORED TO EXISTING CONDITIONS, LAWN RESTORATION SHALL INCLUDE
REMOVAL GRANULAR FILL, GRAVEL AND STONE. SCARIFY SUBGRADE. PROVIDE
TOPSOIL AND LIGHTLY COMPACT TO BE FLUSH WITH SURROUNDING GRADE. FINE
GRADE, FERILIZE, SEED AND MULCH.
#
General Site Notes1. REFER TO DRAWING AC100 FOR GENERAL SITE NOTES THAT APPLY
TO C-SERIES DRAWINGS.
SILT
FENCE POST
(SPACING @ 8'-0" O.C.)
FABRIC
(3'-0" WIDE)
F
L
O
W
DIG 6" WIDE & DEEP
TRENCH. BURY BOTTOM
1'-0" OF FABRIC, TAMP
IN PLACE.
2'-0"
2'-0"
Silt Fence - Standard
MAXIMUM ALLOWABLE SLOPE
LENGTHS CONTRIBUTING RUNOFF
TO A SILT FENCE PLACED ON A
SLOPE SHALL BE AS FOLLOWS:
SLOPE
STEEPNESS
MAXIMUM
LENGTH
2 : 1 25'
3 : 1 50'
4 : 1 75'
5 : 1
(OR FLATTER)
100'
* MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT
EXCEED
1
4
ACRE PER 100 FEET OF FENCE, WITH A MAXIMUM PONDING DEPTH OF
1.5' BEHIND THE FENCE.
* SILT FENCE SHALL BE UTILIZED ONLY TO CAPTURE SHEET EROSION.
* CONCENTRATED FLOW OF STORMWATER RUNOFF TO THE SILT FENCE BARRIER
SHALL NOT BE PERMITTED
* PLACE SILT FENCE AS CLOSE TO DISTURBANCE AREAS AS POSSIBLE, BUT AT LEAST
10' FROM TOE OF SLOPE AREAS TO ALLOW FOR MAINTENANCE.
* WHERE ENDS OF FILTER CLOTH ADJOIN EACH OTHER, OVERLAP 6", FOLD AND
STAPLE ENDS TO PREVENT SEDIMENT BYPASS FROM OCCURRING.
OPEN GRATEMANHOLE OPTION
Drop Inlet Protection - Drop In Filter
INSTALLATION:
1. REMOVE GRATE
2. DROP INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR
CONCRETE STRUCTURE
3. REPLACE GRATE
GRATE, REFER TO
DRAIN INLET DETAIL
AND PROJECT
MANUAL FOR TYPE
AND SIZE.
NOTE:
RECTANGULAR INLET FILTER,
REFER TO PROJECT MANUAL
FOR TYPE AND SIZE.
FRAME, REFER TO
DRAIN INLET DETAIL
AND PROJECT
MANUAL FOR TYPE
AND SIZE.
ST
AN
DA
RD
2"
OV
ER
FLO
W A
RE
A
LIFT HANDLES
11 GAUGE STEEL
SUSPENSION
SYSTEM
REPLACEABLE
SEDIMENT BAGS
WITH GEOTEXTILE
FILTER FABRIC
CLAMPING BAND
Inlet Protection
STORM STRUCTURE
CONSTRUCT OVERFLOW WEIR BELOWADJOINING GRADES TO PREVENT BYPASS
OF RUN-OFF TO NEXT DOWNSTREAMSTRUCTURE
NOTES:
1. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARENEEDED, THEY WILL BE OVERLAPPED TO THE NEXT STAKE.
2. STAKE MATERIALS WILL BE STANDARD 2"x4" WOOD OR EQUIVALENT METAL WITHA MINIMUM LENGTH OF THREE FEET.
3. SPACE STAKES EVENLY AROUND INLET THREE FEET APART AND DRIVE A MINIMUMOF 18 INCHES DEEP. SPANS GREATER THAN THREE FEET MAY BE BRIDGED WITH
THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT.4. EMBED FILTER FABRIC ONE FOOT MINIMUM BELOW GROUND AND BACKFILL.
FASTEN FILTER FABRIC SECURELY TO STAKES AND FRAME.5. A 2"x4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FILTER
FABRIC FOR OVERFLOW STABILITY.
2"x4" WOOD FRAME
DRIVE STAKESINTO GRADE
FILTER FABRIC
1' M
IN.
SEE N
OT
E4
1'-6"
MA
X.
AT
F.G
.
MIN
. 3'-0"
PLAN SYMBOL
FINISH GRADE
1'-0"
MIN
.
1'-5"
2
34
SOIL EROSION AND SEDIMENT
CONTROL LEGEND
DESCRIPTIONSYMBOL
SF
SILT FENCE
DROP-IN INLET PROTECTION
INLET PROTECTION IN LAWN
EXPOSED IMPERVIOUS TO REMAIN
(RESIDENTIAL GARAGES AND GREENHOUSES)
2,650 SF